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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹2.9 L (1.38%)Admitted-Finance | ₹2.1 Cr+₹2.9 L (1.38%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S QAZI MUSHTAQ SON L2 | GHULAM NABI MIR L1 |
|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, as directed Engineer in charge. | |||||
| 2.00 | All kinds of soil. | 2,676.26 | Cum | 150 ₹4,01,439 Lowest | 150 ₹4,01,439 Lowest |
| 3.00 | Ordinary rock. | 758.96 | Cum | 250 ₹1,89,740 Lowest | 300 ₹2,27,688 |
| 4.00 | Hard rock (Blasting prohibited). | 359.58 | Cum | 600 ₹2,15,748 Lowest | 700 ₹2,51,706 |
| 5.00Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | |||||
| 6.00 | All kinds of soil. | 1,579.54 | cum | 170 ₹2,68,521.8 Lowest | 200 ₹3,15,908 |
| 7.00 | Ordinary rock. | 211.97 | cum | 300 ₹63,591 Lowest | 400 ₹84,788 |
| 8.00 | Hard rock (Blasting prohibited). | 59.9 | cum | 600 ₹35,940 Lowest | 700 ₹41,930 |
| 9.00 | Consolidation of subgrade with Power Road Roller of 8-12 Ton capacity; including making good the undulations etc. with earth or quarry spoils etc and Re-rolling the sub grade. all complete. | 1,755 | Sqm | 2 ₹3,510 Lowest | 5 ₹8,775 |
| 10.00Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. all complete job. | |||||
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
13 Jun 2022, 4:00 pmClosed
DY. GENERAL MANAGER
Office of the Deputy General Manager, JKPCC Ltd., Unit Rajouri.
Construction of Approach Road and Compound wall at Govt. Degree College Darhal, Rajouri.
2022_PWDJK_172241_1
e-NIT No. 04/RAJOURI of 2022-23 Dt. 03-06-2022.
Open Tender
Civil Works
Item Rate
365 days
Rajouri
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Yes
Financial Controller, JKPCC Ltd.
₹5.3 L
Yes
28 Jun 2022
3 Jun 2022
16 Jun 2022
3 Jun 2022
13 Jun 2022
3 Jun 2022
Amount
Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, as directed Engineer in charge.
All kinds of soil.
Ordinary rock.
Hard rock (Blasting prohibited).
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of soil.
Ordinary rock.
Hard rock (Blasting prohibited).
Consolidation of subgrade with Power Road Roller of 8-12 Ton capacity; including making good the undulations etc. with earth or quarry spoils etc and Re-rolling the sub grade. all complete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. all complete job.
Earth
Boulder
Providing, laying, spreading and compacting river/nallah bed material including all leads lifts and carriage all complete job.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, complete job. (including carriage all leads, lifts, loading & unloading carriage complete).
Supply and Stacking of graded stone agg. At site of size range 63mm to 45mm crushed stone. (including carriage all leads, lifts, loading & unloading carriage complete).
Supply and Stacking of graded stone screening / chippings at site. (including carriage all leads, lifts, loading & unloading carriage complete).
13.2mm nominal size (type A).
11.20mm nominal size (type B).
supplying and stacking of moorum at site. (including carriage all leads, lifts, loading & unloading carriage complete).
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (including carriage all leads, lifts, loading & unloading carriage complete).
Providing & laying dense graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminious binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and denisty,complete as per specifications and dirction of Engineer in charge. (50 to 100mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix)and lime filler @2% prepared in drum type hot mix plant of 60-90 TPH capacity. with complete job,). (including carriage all leads, lifts, loading & unloading carriage complete).
Providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and denisty as par specification, complete and as par direction of engineer in charge. (25mm compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 TPH capacity. with complete job , (including carriage all leads, lifts, loading & unloading carriage complete).
Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen , spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. with complete job, (including carriage all leads, lifts, loading & unloading carriage complete).
On W.B.M @0.75 kg/sqm.
On B.M Surface @ 0.5 kg/sqm.
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. (including carriage all leads, lifts, loading and unloading carriage complete job)
providing and laying non-pressure of specified class R.C.C pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc. complete. (1000 mm dia. R.C.C. pipe(laying by manual/mechanical means )). (including carriage all leads, lifts, loading & unloading carriage complete job).
Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil grease and foreign material etc. complete New work (two or more coats)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , (including carriage all leads, lifts, loading & unloading carriage complete job).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size, (including carriage all leads, lifts, loading & unloading carriage complete job).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), (including carriage all leads, lifts, loading & unloading carriage complete job).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulders. (including carriage all leads, lifts, loading & unloading carriage complete job).
Dry random rubble masonary with hard stone in foundation and plinth with bond stone.(Quarry) (including carriage all leads, lifts, loading & unloading carriage complete job).
Providing and laying hand packed stone filling behind R/Wall with complete job, (including carriage all leads, lifts, loading & unloading carriage complete job).
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size), (including carriage all leads, lifts, loading & unloading carriage complete job).
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size), (including carriage all leads, lifts, loading & unloading carriage complete job).
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size), (including carriage all leads, lifts, loading & unloading carriage complete job).
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand), (including carriage all leads, lifts, loading & unloading carriage complete job).
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . (TMT Fe -500D or more), (including carriage all leads, lifts, loading & unloading carriage complete job).
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases for columns.
Columns, pillars, piers, abutments, posts and struts.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls. Above 20cm wide.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate, (including carriage all leads, lifts, loading & unloading carriage complete job).
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand), (including carriage all leads, lifts, loading & unloading carriage complete job).
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand), (including carriage all leads, lifts, loading & unloading carriage complete job).
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Hand-packing stones in wire-crates; Including cost of stone but excluding cost of crates, with complete job, (including carriage all leads, lifts, loading & unloading carriage complete job).
Supply of Zinc Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, Selvedge Wire dia: 3.4 mm & lacing wire dia. 2.2 mm & PVC coating thickness. (6x1.2x1.2 m) (with complete job), (including carriage all leads, lifts, loading & unloading carriage complete job).
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and ready mixed synthetic enamel paint of approved brand all complete. Welded,
P/fixing of 110mm pvc pipe for weep hole
Carriage of excavated earth/rock by an average distance of 1 km by M.T. including loading and unloading all complete job.
M/S QAZI MUSHTAQ SON
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